A new method for preparing reconstituted specimens of sand with a high degree of repeatability in terms of density was developed. Experimental and analytical investigations of the dynamics of pluviating grains were performed to provide a clearer understanding of the factors involved. Evaluations of fabric and uniformity were performed using image analysis of sections cut from resin impregnated sand specimens. The study identified the importance of sample size in such evaluations. The capabilities of a resonant column--torsional shear device were substantially improved by mechanical, hardware and software modifications. All operations of the device are now controlled through a single computer program written in a multi-tasking environment. T...
International audienceIt is well known that the specimen preparation method and the resulting sand f...
A systematic study of the effect of grain size, gradation and silt content on the monotonic and cycl...
This study examines the effect of the initial fabric on the coefficient of the lateral earth pressur...
The effect of sample reconstitution methods on the behavior of sand under shearing is investigated b...
A comprehensive experimental study has been made on angular sand to investigate various aspects of m...
Liquefaction of saturated sand and silty sand deposits has been recognized as a major cause of damag...
International audienceThis paper presents the results of an experimental investigation of the mechan...
An experimental program for the understanding of the behavior of fine cohesionless soil under monoto...
443 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1980.The main objective of this st...
The effects of confining pressure, relative density and sample preparation methods on the shearing s...
The results from cyclic direct simple shear tests are presented in this thesis. The tests were perfo...
A triaxial apparatus was upgraded and a specimen preparation device was developed to enable monotoni...
A basic set of experiments for the determination of mechanical properties of sands is described. Thi...
The development of the UMR Resonant Column/Torsional simple Shear device has provided the means to e...
An experimental study aimed at improving the understanding of the mechanics of liquefaction is pres...
International audienceIt is well known that the specimen preparation method and the resulting sand f...
A systematic study of the effect of grain size, gradation and silt content on the monotonic and cycl...
This study examines the effect of the initial fabric on the coefficient of the lateral earth pressur...
The effect of sample reconstitution methods on the behavior of sand under shearing is investigated b...
A comprehensive experimental study has been made on angular sand to investigate various aspects of m...
Liquefaction of saturated sand and silty sand deposits has been recognized as a major cause of damag...
International audienceThis paper presents the results of an experimental investigation of the mechan...
An experimental program for the understanding of the behavior of fine cohesionless soil under monoto...
443 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1980.The main objective of this st...
The effects of confining pressure, relative density and sample preparation methods on the shearing s...
The results from cyclic direct simple shear tests are presented in this thesis. The tests were perfo...
A triaxial apparatus was upgraded and a specimen preparation device was developed to enable monotoni...
A basic set of experiments for the determination of mechanical properties of sands is described. Thi...
The development of the UMR Resonant Column/Torsional simple Shear device has provided the means to e...
An experimental study aimed at improving the understanding of the mechanics of liquefaction is pres...
International audienceIt is well known that the specimen preparation method and the resulting sand f...
A systematic study of the effect of grain size, gradation and silt content on the monotonic and cycl...
This study examines the effect of the initial fabric on the coefficient of the lateral earth pressur...